COMPARISON OF S-N CURVES FOR CONCRETE IN EN 1992-2 AND FIB MODEL CODE 2010
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F19%3A00334300" target="_blank" >RIV/68407700:21610/19:00334300 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
COMPARISON OF S-N CURVES FOR CONCRETE IN EN 1992-2 AND FIB MODEL CODE 2010
Original language description
The paper is focused on the comparison of Wöhler’s curves for concrete in accordance with fib Model Code 2010 and EN 1992-2. It discusses the great difference for bridge fatigue assessment between Model Code 2010 and EN 1992 observed in previous studies. Respective S-N curves were compared with the experimental data for concrete C20. Evaluation is performed for concrete exposed to compression only. Wöhler’s curve in fib Model Code 2010 is more complex and can better fit experimental data than the Eurocode model.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
<a href="/en/project/FV20585" target="_blank" >FV20585: Operational methods of monitoring, prediction of service life of bridges and guarantee of safety bridges</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů